Centrament Flow 300
High-Range Polycarboxylate Ether PCE Superplasticiser for C45 to C55 Structural Concrete — Pumped Long-Transit RMC, Precast High-Strength, and Durable Infrastructure Concrete in Delhi NCR and Uttar Pradesh
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
Centrament Flow 300 is the mid-high-performance PCE superplasticiser in the MC-Bauchemie Centrament Flow range — occupying the specific market niche of structural concrete grades C45 to C55 where the requirements of water reduction, slump retention, and strength development exceed the capabilities of the mid-range Centrament Flow 200 but do not require the extreme high-range performance and cost of the Centrament Flow 400 specified for C60 to C80 ultra-high-strength concrete. The positioning of Centrament Flow 300 addresses a real market need in Delhi NCR construction: the rapid growth of high-rise residential and commercial building construction in Noida, Greater Noida, Gurgaon, and Ghaziabad in the 2015 to 2025 decade has created large volumes of C45 to C55 concrete for basement raft foundations, transfer slabs, podium slabs, high-load columns, and post-tensioned flat-plate floor systems — concrete grades above the standard C30 to C40 that the mid-range Centrament Flow 200 was optimised for, but below the specialist C60 to C80 requiring Centrament Flow 400. Centrament Flow 300 uses a PCE polymer with a higher side-chain density and molecular weight than Centrament Flow 200, providing greater steric hindrance between cement particles at equivalent dosage — translating to 20 to 28 percent water reduction (versus 15 to 25 percent for Centrament Flow 200) and 60 to 75 minutes slump retention at 30 degrees Celsius (versus 45 to 60 minutes). These incremental performance improvements address the specific challenges of long-transit pumped C50 concrete for a 40-storey tower in Noida in June where Centrament Flow 200 may just fall short of the combined water reduction and slump retention requirement. Space Arc Engineering supplies Centrament Flow 300 for RMC producers, high-rise building contractors, and precast manufacturers in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- C45 to C55 pumped concrete for high-rise building raft foundations and transfer structures — production of high-strength, low-permeability concrete for basement raft foundations, transfer slabs, and podium slabs in high-rise residential and commercial towers in Noida, Greater Noida, Gurgaon, and Delhi NCR where the structural engineer specifies C45 to C55 concrete for the heavily loaded foundation and transfer elements; these concrete pours are often very large volume (500 to 2,000 cubic metres for a high-rise tower raft), pumped over long distances from the RMC plant (15 to 30 km transit), and placed in sections with intensive reinforcement congestion (raft thickness 1.5 to 3 metres with multiple reinforcement layers at 100 to 150 mm spacing) — requiring both the extended slump retention of Centrament Flow 300 to remain pumpable after a 30 to 45 minute transit and the high workability to flow and compact in the dense reinforcement
- Post-tensioned flat-plate floor concrete at C45 to C50 in commercial buildings — production of C45 to C50 concrete for post-tensioned flat-plate floor slabs in commercial office buildings, hotels, and multi-storey car parks in Delhi NCR and Uttar Pradesh where the structural efficiency of post-tensioned concrete (thinner slabs for the same spans) requires a higher concrete strength than traditional reinforced concrete slabs; Centrament Flow 300 provides the water reduction to achieve w/c 0.38 to 0.42 for C45 to C50 strength while maintaining the fluid consistency needed to flow around the post-tensioning tendons and duct couplers in the slab
- Precast concrete sleepers, piles, and high-performance precast elements at C45 to C55 — production of high-strength precast reinforced and prestressed elements in precast yards in Ghaziabad, Noida, and Delhi NCR including railway concrete sleepers (IS 8306 specification), precast prestressed piles for high-rise foundations, and precast bridge deck elements requiring C45 to C55 strength with early demoulding at 8 to 12 hours for production cycle efficiency; Centrament Flow 300 enables the low w/c required for C45 to C55 strength while maintaining working slump and initial set control for uniform precasting
- High-durability concrete for severe exposure class infrastructure — production of C40 to C50 concrete for bridge elements, sea wall sections, industrial chimney shafts, and cooling tower shells in Severe and Very Severe IS 456 exposure classes where both high strength (for load) and very low permeability (for durability) are required simultaneously; Centrament Flow 300 with silica fume (8 to 10 percent) and low w/c (0.36 to 0.40) produces a dense, low-porosity concrete that meets the IS 456 durability requirements for Very Severe exposure (maximum w/c 0.40, minimum cement content 360 kg per cubic metre, minimum characteristic strength 40 MPa) while maintaining the workability for proper placement and compaction
Key Advantages
- Water reduction of 20 to 28 percent for C45 to C55 concrete grades — the performance gap between Centrament Flow 200 (15 to 25 percent) and Centrament Flow 400 (25 to 35 percent) at the same dosage; Centrament Flow 300 fills this gap with a PCE polymer specifically optimised for the C45 to C55 w/c range of 0.36 to 0.42, providing the correct level of water reduction for this concrete grade without overdispersing the cement (which at very high superplasticiser dosage can cause concrete segregation) and without requiring the higher dosage of Centrament Flow 200 to reach the same water reduction target
- Extended slump retention of 60 to 75 minutes at 30 degrees Celsius for long-transit RMC — the most important product differentiation from Centrament Flow 100 SNF (30 to 45 minutes) and slight improvement over Centrament Flow 200 (45 to 60 minutes) for the 20 to 30 km transit distances typical of RMC supply to major high-rise construction sites in Noida and Gurgaon from plants in Ghaziabad or Bahadurgarh; the 60 to 75 minute slump retention at 30 degrees Celsius (Indian summer) ensures the concrete arrives at site with adequate slump for pumping without water addition at site — the critical quality control discipline that determines whether the specified w/c is actually achieved in the placed concrete
- IS 9103 Type F compliance and compatibility with fly ash, GGBFS, and silica fume — Centrament Flow 300 is formulated to IS 9103 Type F specification and tested for compatibility with the supplementary cementitious materials routinely used in high-performance structural concrete: fly ash (15 to 25 percent), GGBFS (25 to 50 percent for marine exposure), and silica fume (5 to 10 percent for very high strength and very low permeability); the product interaction with blended cement has been characterised to ensure consistent performance across the range of blended cement combinations used by RMC producers in Delhi NCR
Technical Data
| Type | High-range polycarboxylate ether (PCE) superplasticiser — liquid admixture, IS 9103 Type F |
| IS 9103 Classification | Type F — High-Range Water-Reducing Admixture |
| Target Concrete Grades | C45 to C55 structural concrete — positioned between Centrament Flow 200 (C25-C50) and Centrament Flow 400 (C60-C80+) |
| Water Reduction | 20 to 28 percent at working dosage versus unadmixed reference concrete at equal workability |
| Typical Dosage Range | 0.5 to 1.0 percent by weight of total cementitious content — optimise by trial mix for target w/c and slump |
| Slump Retention | 60 to 75 minutes at 30 degrees Celsius — suitable for 20 to 30 km RMC transit in Indian summer |
| Compatible Cement Types | OPC 43, OPC 53, PPC, PSC, blended cement with silica fume — verify by trial mix |
| Appearance | Light brown to amber liquid — density approximately 1.06 to 1.10 kg per litre |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
An RMC plant manager in Ghaziabad is being asked by a major high-rise developer in Noida Expressway to supply C50 concrete for a 42-storey tower raft foundation pour (total volume 1,800 cubic metres, to be cast over two consecutive days) — the raft requires w/c not exceeding 0.40, minimum slump 160 mm at site (the pump intake point is approximately 35 minutes from the plant including site entry and queue time), and maximum heat of hydration temperature rise of 35 degrees Celsius above casting temperature to avoid thermal cracking in the 2-metre deep raft — how should Centrament Flow 300 be incorporated into the C50 raft concrete mix design, what supplementary cementitious materials should be used to control heat of hydration, and is Centrament Retard needed in combination?
Designing C50 large-volume raft foundation concrete with 35 degrees Celsius maximum temperature rise control is one of the most technically demanding RMC production challenges in Delhi NCR high-rise construction. Here is the complete mix design approach. Mix design objectives for this raft: (1) characteristic compressive strength: 50 MPa at 28 days (design mean strength at standard deviation 5 MPa for well-controlled RMC: 50 + 1.65 x 5 = 58 MPa target mean); (2) w/c: 0.40 maximum; (3) slump at site (35 minutes after batching): minimum 160 mm; (4) maximum adiabatic temperature rise: 35 degrees Celsius above casting temperature (casting temperature in June = 30 to 32 degrees Celsius + 35 degree rise = maximum peak temperature 65 to 67 degrees Celsius — the generally accepted limit for raft concrete to avoid delayed ettringite formation); (5) volume: 1,800 cubic metres over 2 days = 900 cubic metres per day = approximately 45 trucks per day from the Ghaziabad plant. Heat of hydration control — the most critical constraint: the adiabatic temperature rise in mass concrete is primarily driven by the total cementitious content and the proportion of high-heat clinker phases in the cement; OPC 53 at 400 to 430 kg per cubic metre has an adiabatic temperature rise of approximately 45 to 55 degrees Celsius in a 2-metre thick raft — far exceeding the 35 degree target; to reduce this to 35 degrees Celsius, the cementitious content must be reduced and low-heat pozzolanic materials substituted for a portion of the OPC; recommended blend: OPC 43 grade (lower heat than OPC 53): 280 to 300 kg per cubic metre; GGBFS (Ground Granulated Blast Furnace Slag): 120 to 150 kg per cubic metre (30 to 35 percent of total cementitious); total cementitious: 420 to 450 kg per cubic metre; GGBFS reduces heat of hydration by 20 to 30 percent versus an all-OPC mix because the latent heat of GGBFS hydration is approximately 50 to 60 percent of that of Portland cement clinker; the slower, lower heat GGBFS hydration also extends the time to peak temperature, allowing more heat to dissipate before the peak is reached. Water and Centrament Flow 300 dosage: target w/c 0.40: water = 420 x 0.40 = 168 litres per cubic metre; reference water content at 160 mm slump without admixture: approximately 195 to 205 litres per cubic metre; required water reduction: (200 – 168) / 200 = 16 percent; Centrament Flow 300 working dosage for 16 percent water reduction: approximately 0.6 to 0.7 percent by weight of cementitious = 0.65 x 430 = 2.8 kg per cubic metre = approximately 2.6 litres per cubic metre; verify by trial mix that this dosage achieves 168 to 172 litres water content at 180 to 200 mm slump after mixing (the initial slump must be higher than the site requirement to allow for the 35 minute transit slump loss). Centrament Retard addition: for a 35-minute transit time and June temperatures of 30 to 33 degrees Celsius, the slump retention of Centrament Flow 300 alone (60 to 75 minutes at 30 degrees Celsius) should be adequate — the concrete should arrive with 160 to 180 mm slump without retarder; however, for a large-volume 2-day raft pour in June, the plant manager should also prepare a Centrament Retard addition trial to extend working time by an additional 30 to 45 minutes for the (inevitable) delays in such large pours — trucks sitting in queue at the site for 15 to 20 minutes beyond the planned 35-minute target; add Centrament Retard at 0.1 to 0.2 percent by weight of cement as a safety margin for the largest pours; monitor setting time in a field test and adjust. Concrete temperature management: precool mixing water (use chilled water from the plant water chiller) to reduce the fresh concrete temperature at batching from 35 to 32 degrees Celsius to 28 to 30 degrees Celsius — this adds 4 to 5 degrees Celsius of thermal headroom before the peak; use OPC from a cool covered storage silo (not direct sun exposure at the plant which can heat the cement silo to 40 to 45 degrees Celsius in June); schedule the 1,800 cubic metres pour from 6 PM to 6 AM when ambient temperature is 4 to 6 degrees Celsius lower than peak daytime temperature. Space Arc Engineering supplies Centrament Flow 300, Centrament Retard, and GGBFS for high-rise raft and mass concrete pours in Noida, Ghaziabad, Delhi, and Greater Noida — contact +91 9999155255 for trial mix support and project supply scheduling.
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Space Arc Engineering is an Authorized Project Distributor for MC-Bauchemie India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.
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Space Arc Engineering is an authorized MC-Bauchemie distributor & applicator in Delhi NCR & pan-India. Fast quotes, datasheets and on-site support.
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